๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Dynamic response and reliability analysis of structures with uncertain parameters

โœ Scribed by Jie Li; Jian-Bing Chen


Publisher
John Wiley and Sons
Year
2004
Tongue
English
Weight
499 KB
Volume
62
Category
Article
ISSN
0029-5981

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


STATISTICAL SEISMIC RESPONSE ANALYSIS AN
โœ B.-Y. MOON; B.-S. KANG ๐Ÿ“‚ Article ๐Ÿ“… 2002 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 247 KB

Industrial structure systems may have non-linearity, and are also sometimes exposed to the danger of earthquake. In the design of such system, these factors should be accounted for from the viewpoint of reliability. This paper proposes a method to analyze seismic response and reliability design of a

Dynamic analysis of structures with Maxw
โœ Hatada, Tomohiko; Kobori, Takuji; Ishida, Masatoshi; Niwa, Naoki ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 216 KB ๐Ÿ‘ 2 views

A numerical method has been developed for the dynamic analysis of a tall building structure with viscous dampers. Viscous dampers are installed between the top of an inverted V-shaped brace and the upper beam on each storey to reduce vibrations during strong disturbances like earthquakes. Analytical

Analytical approximation for stationary
โœ A. A. Taflanidis; J. L. Beck ๐Ÿ“‚ Article ๐Ÿ“… 2006 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 486 KB

An analytical approximation for the calculation of the stationary reliability of linear dynamic systems with higher-dimensional output under Gaussian excitation is presented. For systems with certain parameters theoretical and computational issues are discussed for two topics: (1) the correlation of

DYNAMIC RESPONSE OF EQUIPMENT IN STRUCTU
โœ LU, L. Y.; YANG, Y. B. ๐Ÿ“‚ Article ๐Ÿ“… 1997 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 429 KB ๐Ÿ‘ 2 views

The dynamic behaviour of a single degree-of-freedom (DOF) equipment mounted on a sliding primary structures subjected to harmonic and earthquake ground motions is studied numerically. To deal with the discontinuity nature of sliding structural systems, in this work the fictitious spring model is ado

The displacement bound estimation for st
โœ Qiu, Zhiping ;Chen, Suhuan ;Song, Datong ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 558 KB

A structure subjected to interval parameters and interval loads which are unknown, except for the fact that they belong to given intervals, is studied and the displacement bound estimation is given. These parameters are uncertain, and yet they are not treated as being random since no information is